Question

QUESTION 1: The internal and external diameter of a circular steel tank are 30 cm and...

QUESTION 1:

The internal and external diameter of a circular steel tank are 30 cm and 32 cm, respectively, and its total height is 60 cm. A natural moist (wet) soil sample is compacted in the tank up to a 50 cm height. In its natural moist state, the soil sample has the total mass of 70000 g before the water content determination. The specific gravity, Gs of the soil is given as 2.7. The values obtained for the determination of water content are: The mass of moist soil + mass of circular steel tank = 73500 g; the mass of fully dry soil + circular steel tank = 58500 g; the mass of the partially dry soil + circular steel tank = 63800 g; the mass of fully dry soil = 55000 g; and mass of the circular steel tank = 3500 g.

Calculate the following values:

The water content, w (give your answer as a ratio and as a percentage)

What mass of water in grams is required to make the soil fully saturated, if it was partially saturated?

Show the formula relationship between the specific gravity and the dry density of soil and unit mass of solids.

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A cylindrical sample of a soil taken from a sampling tube is 6.3 cm diameter and...
A cylindrical sample of a soil taken from a sampling tube is 6.3 cm diameter and 12.5 cm long and has a mass of 683 gm. After oven drying it weighs 495 gm. Assuming that the particles have a specific gravity, Gs=2.70, calculate the water content, bulk density, dry density, void ratio and degree of saturation?
In a 1D compression test, the ring used to hold the soil measured to be 1...
In a 1D compression test, the ring used to hold the soil measured to be 1 inch in height and 2.5 inches in diameter. The moist soil weighed 131.77g and a oven dry weight of 21.5g. Assuming G (gravity factor) is 2.7 Determine: A) initial values of - Water content, Density, unit weight, saturation, void ratio B) Final values of - Density, unit weight, saturation and void ratio
During a consolidation test, a sample of fully saturated clay 3 cm thick is consolidated under...
During a consolidation test, a sample of fully saturated clay 3 cm thick is consolidated under a pressure increment of 200 kN/m2 . When equilibrium is reached, the sample thickness is reduced to 2.60 cm. The pressure is then removed and the sample is allowed to expand and absorb water. The final thickness is observed as 2.8 cm and the final moisture content is determined as 24.9%. If the specific gravity of the soil solids is 2.70, find the void...
b) A sample of moist soil has a mass of 18.18kg and occupies a total volume...
b) A sample of moist soil has a mass of 18.18kg and occupies a total volume of 0.009 m3. When dried in an oven, the dry mass is 16.13kg. The specific gravity of the soil solids is 2.70. (Acceleration of gravity, g = 9.81 m/sec2.) Determine: Wet density Dry unit weight Void ratio Water content Degree of saturation c) A 4.5 m deep deposit of silty sand lies above a 6 m deep deposit of gravel. The gravel is underlain...
A Test was Performed according to the following data: Volume of specimen, V = ? =...
A Test was Performed according to the following data: Volume of specimen, V = ? = ?? 2 L (cm2 ) . 418.03 Specific gravity of soil solids, Gs 2.66 Mass of specimen tube with fittings, (g) 238.4 Mass of tube with fittings and specimen, W2 (g) Dry density of specimen, 9365 Void ratio of specimen, 0.53 (Note: pw = 1 g/cm3 If K=QL/Aht (cm/s) and Gs =2.66 , Volume of Specimen is 418.03 cm3 Determination of coefficient of permeability...
Give a definition of Permeability test List the Equipments and tools needed to perform the costant...
Give a definition of Permeability test List the Equipments and tools needed to perform the costant Head Test A Test was Performed according to the following data Volume of specimen, V = ?=??2L (cm2) . 418.03 Specific gravity of soil solids, Gs 2.66 Mass of specimen tube with fittings, (g) 238.4 Mass of tube with fittings and specimen, W2 (g) Dry density of specimen, 9653 Void ratio of specimen, 0.53 (Note: pw = 1 g/cm3) ■ If K=QL/Aht (cm/s) and...
A 1 m outer diameter spherical tank made of AISI 304 steel with 10 cm wall...
A 1 m outer diameter spherical tank made of AISI 304 steel with 10 cm wall thickness contains solid iced water at 0°C. Air at 25°C flows outside the tank with a velocity of 1 m/s. Determine the rate of heat transfer to the tank and the mass rate ( m_dot) at which ice melts. Ignore convection effects of the melting ice. The latent heat of fusion of water at 0°C is 333.7 kJ/kg. Thanks!